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contributor authorJ. M. Khodadadi
date accessioned2017-05-08T23:35:56Z
date available2017-05-08T23:35:56Z
date copyrightMarch, 1991
date issued1991
identifier issn0098-2202
identifier otherJFEGA4-27056#111_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108769
description abstractWall pressure distribution and shear stress fields for pulsatile laminar flow in a 90-degree bifurcation with rectangular cross sections are evaluated using the results of the numerical solution of the Navier-Stokes equation. The extent of the adverse pressure gradient on the bottom wall of the main duct and the upstream wall of the branch closely correlate to the behavior of the two dynamic recirculation zones which are formed on these two walls. Multiple zones of high and low shear stresses at various sites in the bifurcation are observed. The extent of the fluctuations of the maximum and minimum shear stress is identified. Next-to-the-wall laser Doppler anemometer velocity measurements are used to estimate the shear stress distribution on the walls. In general, qualitative agreement between the experimental and computed wall shear stress values is observed. The variation of the wall shear stress in the vicinity of the branch is discussed in light of the highly perturbed flow field.
publisherThe American Society of Mechanical Engineers (ASME)
titleWall Pressure and Shear Stress Variations in a 90-Deg Bifurcation During Pulsatile Laminar Flow
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.2926480
journal fristpage111
journal lastpage115
identifier eissn1528-901X
keywordsLaminar flow
keywordsStress
keywordsPressure
keywordsShear (Mechanics)
keywordsBifurcation
keywordsDucts
keywordsPressure gradient
keywordsVelocity measurement
keywordsStress concentration
keywordsNavier-Stokes equations
keywordsFlow (Dynamics)
keywordsLasers
keywordsCross section (Physics) AND Fluctuations (Physics)
treeJournal of Fluids Engineering:;1991:;volume( 113 ):;issue: 001
contenttypeFulltext


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